Portfolio by Alex Lin

PORTFOLIO TABLE OF CONTENTS 2-3

BATHHOUSE PROJECT

4-5

MATERIALS & ASSEMBLY

6-7

SHELTER COMPETITION | ENFOLD

8-9

HOOP HOUSE | AER

10-11

WOOD SPAN

13-14

ORIGAMI ECOLOGICS

BATHHOUSE PROJECT This project was situated in the foresty slopes of Carroll, New Hampshire bordering Saco Lake and an extensive resource of natural greenery and foliage. My project specifically dealt with the use of a courtyard to become a unifying experience to carry visitors through a procession of bathes ranging from a cold bath to a warmer bathes and culminating in a steamy relaxation space looking over the expansive lake and the mountains that frame it. The courtyard is furthermore used as not only a gathering point, but also as the core which extends access and views to all other programmatic spaces and to the site itself.

BATHHOUSE PROJECT

MATERIALS & ASSEMBLY DETAIL 1

CONSTRUCTION MATERIAL KEY:

SCALE: 1/2” = 1’-0”

1. STEEL COLUMN W8X24 @ 24'-0" O.C 2. STEEL BOLT (NUT AND WASHER) 3. 1/2" DIA. ANCHOR BOLTS WITH NON SHRINK GROUT BED 4. 18" WIDE CONCRETE PIER 5. 10" TK. CAST IN PLACE CONCRETE 6. STEEL REBAR

CONSTRUCTION MATERIAL KEY:

2 3 4 5

1. 2'-0" X 2'-0" X 2" CONCRETE PAVER

2. 4” X 4” X .375” STEEL ANGLE BOLTED 3. STEEL SECONDARY BEAM W8X21 @ 24’-0” O.C. 4. STEEL BAR JOIST

5. STEEL TUBE 8” X 2” X .375” @ 8’-0” O.C. VERTICALLY AND @ 2’-6” HORIZONTALLY

6. PAVE EL PEDESTAL WITH PROTECTION PAD 7. STAINLESS FLASHING

8. EPDM ROOFING

9 10 11

9. HIGH LOAD RIGID INSULATION 10. TREATED WOOD BLOCKING

DETAIL 1

ASSEMBLED ISOMETRIC

11. STEEL DECKING

SCALE: 1/4” = 1’-0”

12. STEEL SECONDARY BEAM W8X40 @ 12’-0” O.C. 13. POLISHED CONCRETE SLAB 14. KAWNEER WINDOW 451T SPACED 4’-0” O.C.

BIRDHOUSE STORAGE AREA 729 SQ FT 3 OCCUPANTS AQUARIUM STORAGE AREA

16. THERMAL BREAK

ASSEMBLY (UNCONC.) 1220 SQ FT 81 OCCUPANTS

ASSEMBLY (UNCONC.) 1115 SQ FT 75 OCCUPANTS

DANCE FLOOR ASSEMBLY (UNCONC.) 2116 SQ FT 142 OCCUPANTS

19. STEEL COLUMN W8X24 @ 24'-0" O.C

FIRST FLOOR PLAN SCALE: 1/32" = 1' - 0"

24. CORRUGATED METAL SIDING

25. VAPOR BARRIER

18 19

20 21 22 23

12. EGRESS DOORS GENERALLY ARE TO SWING IN THE DIRECTION OF EXITING TRAFFIC

LECTURE HALL STAGE 255 SQ FT 165 OCCUPANTS [148 SEATS + 17 OCCUPANTS]

13. AREAS OF REFUGE NOT REQUIRED FOR BUILDINGS WITH SPRINKLERS AS PRESCRIBED BY SECTION 1007.7.4, HOWEVER ARE INCLUDED AS AN ADDED SAFETY MEASURE IN THE CASE THAT THE RAMPS FAIL OR AN OBSTRUCTION BLOCKS A PATH TO THE NEAREST RAMP

MEANS OF EGRESS (STAIRS & RAMPS)

ESPLANADE ASSEMBLY (UNCONC.) 6620 SQ FT 442 OCCUPANTS

ASSIGNMENT 2 PAGE: 1 OF 4

OFFICES BUSINESS 879 SQ FT 9 OCCUPANTS

48-215 MATERIALS & ASSEMBLY SPRING 2017

EXHIBITION HALL ASSEMBLY (UNCONC.) 11,100 SQ FT 740 OCCUPANTS

INSTRUCTOR: DAMIANI SECOND FLOOR PLAN SCALE: 1/32" = 1' - 0"

SECOND FLOOR OVERVIEW TOTAL FLOOR AREA: 19386 SQ FT TOTAL OCCUPANCY: 1358

ALEX LIN

CODE ANNOTATION KEY:

30. CONCRETE SLAB W/ WELDED WIRE MESH 31. COMPACTED GRAVEL BACKFILL

1. EGRESS DOORS ARE TO BE A MINIMUM OF 80" TALL; 90" IS THUS COMPLIANT 2. ACCORDING TO SECTION 1009.3, STAIRS MUST HAVE A MINIMUM TREAD OF 11" AND A RISER BETWEEN 4" AND 7" 3. HANDRAILS MUST EXTEND A FULL TREAD'S WIDTH BEYOND THE LAST TREAD

SECTION SCALE: 1/32" = 1' - 0"

4. ACCORDING TO SECTION 1012.2, HANDRAILS ARE TO BE AT A HEIGHT BETWEEN 34" AND 38"

32. WATERPROOFING

5. EACH FLIGHT OF STAIRS SHALL NOT EXCEED THE HEIGHT CHANGE OF 12' WITHOUT AN INTERMEDIARY LANDING

34. 10" TK. CAST IN PLACE CONCRETE FOUNDATION WALL

35. RIGID INSULATION

6. ACCORDING TO SECTION 1009.3.3, NOSINGS MAY PROJECT A MAXIMUM DISTANCE OF 1.25"

33. 18" WIDE CONCRETE PIER WITH 1/2" DIA. ANCHOR BOLTS IN NON SHRINK GROUT BED

36. FOUNDATION DRAIN W/ GEO TEXTILE FABRIC

7. ACCORDING TO SECTION 1012, HANDRAILS WILL HAVE AT LEAST 1.5" CLEARANCE FROM THE WALL AND WHEN CIRCULAR IN SECTION, THE DIAMETER OF A HANDRAIL MUST FALL BETWEEN 1.25" AND 2" 8. 2" THICK FIRE-RATED DOOR NORTH ELEVATION SCALE: 1/32" = 1' - 0"

SOUTH ELEVATION SCALE: 1/32" = 1' - 0"

37. REINFORCED CONCRETE FOOTING 2

36 37

CODE ANNOTATION KEY: 1. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 20' 2. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 65' 3. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 30' 4. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 32' 5. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 29' - 3" 6. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 32' 7. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 97' 8. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 75' - 6" 9. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 131' - 3" 10. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 107' - 6" 11. MAX ACCESS TRAVEL DISTANCE FOR EXIT IS 67' - 6"

532 SQ FT CLOAKROOM STORAGE ROOM 2 OCCUPANTS

TABLE 1019.1 | REQUIRED MEANS OF EGRESS FIRST FLOOR: OCCUPANT LOAD GREATER THAN 500 AND LESS THAN EQUAL TO 1000, THUS WITH 849 TOTAL OCCUPANCY, 3 MEANS OF EGRESS ARE REQUIRED SECOND FLOOR: OCCUPANT LOAD GREATER THAN 1000, THUS WITH 1358 TOTAL OCCUPANCY, 4 MEANS OF EGRESS ARE REQUIRED THIRD FLOOR: OCCUPANT LOAD BETWEEN 1 AND 500, THUS WITH 352 TOTAL OCCUPANCY, 2 MEANS OF EGRESS ARE REQUIRED

29. GRAVEL BACKFILL

FIRST FLOOR OVERVIEW TOTAL FLOOR AREA: 20301 SQ FT TOTAL OCCUPANCY: 849

28. SILL SEAL

26. RIGID INSULATION 27. 5/8" TYPE X GYPSUM BOARD

TABLE 1016.1 | EXIT ACCESS TRAVEL DISTANCE WITH A SPRINKLER SYSTEM, THE EXIT ACCESS TRAVEL DISTANCE FOR A OCCUPANCY IS RAISED TO 250 FT.

STORAGE STORAGE AREA 466 SQ FT 2 OCCUPANTS

22. 1/2" TK. FIBER CEMENT PANEL 15

TABLE 601 | FIRE RESISTANCE RATINGS FOR TYPE 1A CONSTRUCTION ARE 3 HOURS FOR EXTERIOR AND INTERIOR BEARING WALLS AS WELL AS THE STRUCTURAL FRAME. THE FLOOR CONSTRUCTION IS TO BE 2 HOUR RATED AND THE ROOF IS TO BE 1 1/2 HOUR RATED.

COFFEE BAR BUSINESS 280 SQ FT 3 OCCUPANTS COFFEE EXHIBIT ASSEMBLY (UNCONC.) 722 SQ FT 49 OCCUPANTS

RESTAURANT ASSEMBLY (UNCONC.) 1294 SQ FT 87 OCCUPANTS

KITCHEN COMMERCIAL KITCHEN 538 SQ FT 3 OCCUPANTS

21. WELDED WIRE MESH

23. COLD ROLLED METAL FRAMING @ 16" O.C. SPACING

TABLE 1015 | ONE MEAN OF EGRESS IS SUFFICIENT IF THE OCCUPANT LOAD IS BELOW 49 PER FLOOR, THUS ONE MEAN OF EGRESS WITH BE INSUFFICIENT FORTHIS PROJECT INFO DESK BUSINESS 75 SQ FT 1 OCCUPANT

18. STEEL PRIMARY BEAM W16X45 @ 24'-0" O.C

20. FLASHING

IBC TABLE 503 | TYPE 1A CONSTRUCTION WITH GROUP A-3 USE ALLOWS FOR BOTH AN UNLIMITED NUMBER OF STORIES AND UNLIMITED FLOOR AREA. THIS BUILDING IS THREE STORIES HIGH AND HAS A TOTAL FLOOR AREA OF 44954 SQ FT, AND IS THEREFORE COMPLIANT WITH THE CODE

SNAKES STORAGE AREA 610 SQ FT 3 OCCUPANTS

17. STEEL CHANNEL C15X50

CODE REVIEW: SECTION 301 | BUILDING FUNCTIONS PRIMARILY AS AN EXHIBITION SPACE, THUS IS CLASSIFIED AS A GROUP A-3 USE BUILDING

OUTDOOR EXHIBITION ASSEMBLY (UNCONC.) 5900 SQ FT 394 OCCUPANTS

722 SQ FT 3 OCCUPANTS

PRIMARY DESIGN CHANGES: ADDITION OF AN AUTOMATIC SPRINKLER SYSTEM ALONG WITH PASSIVE FIRE PROTECTION SYSTEMS TO MAKE THE BUILDING A TYPE 1A CONSTRUCTION, THUS ALLOWING FOR LESS STRINGENT EGRESS REQUIREMENTS

ORCHID HOUSE AGRICULTURAL BUILDING 808 SQ FT 3 OCCUPANTS

0 3/8"

BUILDING: 1939 BRAZILIAN PAVILION NEW YORK, US OSCAR NIEMEYER

CONSTRUCTION TYPE: 1A OCCUPANCY TYPE: A-3

15. .375" THICK STEEL PLATE WELDED TO TUBE & BOLTED TO CHANNEL

EAST ELEVATION SCALE: 1/32" = 1' - 0"

24"

12"

EXPLODED ISOMETRIC

MEANS OF EGRESS (STAIRS & RAMPS)

84"

ASSIGNMENT 2 PAGE: 3 OF 4

36"

80"

8 WEST ELEVATION SCALE: 1/32" = 1' - 0"

1.5"

SCALE: 1/4” = 1’-0”

30"

STAIRCASE SECTION DETAIL SCALE: 1/8" = 1' - 0"

1.5"

36"

84"

12"

144"

48-215 MATERIALS & ASSEMBLY SPRING 2017 INSTRUCTOR: DAMIANI

THIRD FLOOR STAIR PLAN DETAIL SCALE: 1/8" = 1' - 0"

ALEX LIN

Above are a series of drawings completed using both Rhinoceros 5 and Adobe Illustrator featuring projects that vary in material, type and time of construction, and the scale of detail, but all seek to look deeper into how buildings are assembled and their embedded logic. 4

MATERIALS & ASSEMBLY 10

MATERIAL KEY:

1. 5.5" X 1.5" WOOD ST

2. TOP FLANGE HANGA

1. 5.5" X 1.5" TOP PLATE 2. ROOF TRUSS FRAMING @ 48" O.C. 3. GUSSET TRUSS HANGAR

7. BRIDGING / BRACING BLOCKS

8. 3.5" X 1.5" INTERIOR WALL STUD @ 24" O.C.

9. SOLE PLATE W/ 0.75" THK PLYWOOD SUBFLOOR UNDERNEATH

10. 0.5" THK CAPILLARY PAD

5. 3.5" X 1.5" INTERIOR

6. 18" X 3.5" PSL

7. FRAMED OPENING F

5 C

8. CAST CONCRETE FO

9. BOARD FORMED CO

7 D

10. 3.5" X 1.5" INTERIO

11. 3.5" X 1.5" TIMBER

12. 3.5" X 1.5" INTERIO

13. ROOF TRUSS FRAM

14. 3.5" X 1.5" INTERIO

15. 1.5" X 7.25" SEALIN

SECOND FLOOR FRAMING PLAN

16. 3.5" X 1.5" SKYLIGH

SCALE: 3/16" = 1' - 0"

11. 18" X 3.5" PSL 12. WINDOW ASSEMBLY

13. 0.75" THK PLYWOOD SUBFLOOR

14. TOP FLANGE HANGAR (LT SERIES)

15. 1.5" THK STAIR TREAD AND RISER

16. 5.5" X 1.5" TIMBER STRINGER 17. 3.5" X 1.5" SLEEPER STUD @ 16.5" (VENTILATION GAP)

4. WINDOW ASSEMBLY

6. 5.5" X 1.5" WOOD STUD @ 24" O.C.

5. 3.5" X 1.5" SKYLIGHT FRAMING @ 24" O.C.

4. 1.5" X 7.25" SEALING FRAME @ 24" O.C.

3. 3.5" X 18" TIMBER I-J

WOOD FRAM

ASSIGNMENT PAGE: 2 OF 3

48-215 MATER SPRING 2017

ROOF FRAMING PLAN

INSTRUCTOR

SCALE: 3/16" = 1' - 0"

ALEX LIN

18. STEEL WINDOW MULLIAN

19. CONCRETE FOOTING

20. BOARD FORMED CONCRETE PIER

1. INTERIOR WALL AIR SP

21. 5.5" X 1.5" TOP PLATE

3. 3.5" X 1.5" INTERIOR W

16 17 18 19

MATERIAL KEY:

2. 0.5" DRYWALL

4. INTERIOR DOOR FRAM

5. 5.5" X 1.5" WOOD STUD

22. 11.25" X 1.5" HEADER

23. 5.5" X 1.5" TRIMMER STUD

2 3

24. 5.5" X 1.5" CRIPPLE STUD @ 24" O.C.

6. AIR SPACE

7. 0.75" EXTERIOR GRAD

8. WATERPROOF MEMBR

9. 1.5" X 0.75" LARCH SLA

10. 5.5" CLOSED CELL INS

25. 3.5" X 18" TIMBER I-JOIST @ 24" O.C.

20 INTERIOR CORNER DETAIL A SCALE: 3" = 1' - 0"

INTERIOR CORNER DETAIL B

SCALE: 3" = 1' - 0"

5 6 7 8

WOOD FRAMIN

AXONOMETRIC OF BALLOON FRAME AND CONCRETE FOUNDATION

ASSIGNMENT 3 PAGE: 3 OF 3

SCALE: 1/4" = 1' - 0"

48-215 MATERI SPRING 2017 INSTRUCTOR:

EXTERIOR CORNER DETAIL C

SCALE: 3" = 1' - 0"

EXTERIOR CORNER DETAIL D SCALE: 3" = 1' - 0"

ALEX LIN

SHELTER COMPETITION | ENFOLD

PARTNER GHALYA ALSANEA

This design proposes a highly custom-

This design proposes a deployable container that is highly izable, deployable container react to Its customizable depending on the post-disasterto circumstances. varying post-disaster circumstances. Its compact design is simple to transport and uses space efficiently to provide bothdesign shelter to 9isto simple 12 people to andtransport resources to a and larger compact community. Regarding post-disaster rebuilding, its contents can efficiently stores structures and resources to continue to serve as a utility to enable growth.

aid in rebuilding and post-disaster growth.

Customization of Design

Shock-Resistant Tripod Hydraulic System

Modes of Transportation

By Water

By Air

By Land

Flotation Device Array

SHELTER COMPETITION | ENFOLD PV Panels

Standard Contents Diagram

PARTNER GHALYA ALSANEA

Water Collection Modularity System

Wind Resistant

PVC Expandable Shelter Structure

PVC Expandable Distribution Structure

Medical Supply Storage Space

Diagrammatic Plan

2.59 m General Supply Storage Space

6.09 m

Water Filtration System

2.44 m

Deployment Procedure

HOOP HOUSE | AER

TEAM MEMBERS NIKA POSTNIKOV | ERIC CHEN | AUSTIN GARCIA | MAX FORSYTH This project called for the design, documentation, and construction of hoop houses to extend the growing season of plants located on the roof of the David L. Lawrence Convention Center in downtown Pittsburgh. Our design primarily sought to utilize curvature to aerodynamically redirect the harsh winter winds of Pittsburgh away from the structure. In regards to access and caring for the plants, a folding door featuring hinge-like details to not secure it to the hoop house. The hoop house was attached to the planter via a system of anchors connected to the bottom of the structure.

84°

Crimped ends are typically 1" in length 7.20

2 B4

91 °

38°

46°

° 53°

Eric Chen Max Forsyth Austin Garcia Alex Lin Nika Postnikov

Aer

David L. Lawrence Convention Center 1000 Fort Duquesne Blvd Pittsburgh, PA 15222

Hoop House

31.50

For Review Scale: 1' = 6" 10/01/2016 1 of (ADD # OF SETS)

Aer

D David L. Lawrence Convention Center 1000 Fort Duquesne Blvd Pittsburgh, PA 15222

Eric Chen Max Forsyth Austin Garcia Alex Lin Nika Postnikov

Scale: 1" = 16" 10/06/2016 24 of 36

Assembly

Component Detail - B

18.72

49.64

44.26

22.50

51 °

26.79

31.80

This collection of images ranges from concept sketches to final documentation and construction drawings.

31.72

HOOP HOUSE | AER TEAM MEMBERS NIKA POSTNIKOV | ERIC CHEN | AUSTIN GARCIA | MAX FORSYTH A

15.11

A3 A6

A1 A5 A4

WOOD SPAN | MORPH

PARTNER YUGYEONG LEE

This project called for a wooden structure spanning four feet in length featuring a rigorous study of joinery and form. Our project mimics the gestural movement of a hand or finger touching and reaching toward an object. It features various joints including mortise and tendon joints, dovetail joints, and a four-way joint which connects each quadrilateral in plan to the next. The structure ultimately became symbolic of one pillar reaching out to the other and forming a bridge between the two.

S2 S3 S4 S5

16 15/16"

A 13 15/16"

+19 1/8"

B 10 5/8"

+18 5/16" +17 3/4"

A 6 1/2"

+17 5/16"

+14" +16 7/8" +16"

+11 5/16"

+4 5/16"

Plan Morphing Span #48105_p2_#48125_a5

48"

Elevation

Span Project Shop Drawings Long

Top Bottom Short Long 62 3/16"

Yugyeong Lee Alex Lin Drawn by: AL

Morph

Yugyeong Lee Alex Lin Drawn by: YL

/1 6

7/ 16

PARTNER YUGYEONG LEE Span Project Shop Drawings Carnegie Mellon University School of Architecture

#48105_p2_#48125_a5

Span Project Shop Drawings Carnegie Mellon University School of Architecture

Morphing Span #48105_p2_#48125_a5

Yugyeong Lee

= = = =

Morphing Span #48105_p2_#48125_a5

a b c d 48"

Sub Assembly Vertical Upper Lower CL

= = = = S2Lc 9"

S1Lb CL

key S3Lc 11 "

S V U L S2Ld S3Ld CL

S2V S3V "

S1La S2La S3La S4Lb S4V

Morphing Span #48105_p2_#48125_a5

S5V

16 7/

S1V S1Ub

Sections

S4La

S5Ub

02.21.2016

S5Ua

S3Lb

S4Ub

02.21.2016 Scale 1/6" = 1" For Review 10 of 18

S4Ua

S2Lb

S3Ub

Detail V

S1Ua

S3Ua

Assembly

S2Ua S2Ub

02.21.2016 Scale 1/5 " = 1" For Review 5 of 18

WOOD SPAN | MORPH

9.8

ORIGAMI Below are origami pieces of various natures including rotational forms to plays off of the Ori Miura tesselation method which eventually incorporated digital fabrication to explore beveled thick origami.

ECOLOGICS LEGEND

PARTNER DAVE CHOI

LAND USAGE

SITE SPECIALLY PLANNED DEVELOPMENT MIXED / INDUSTRIAL

TRANSPORTATION WALCAR BU K 36 8 S 11

HEALTHY RIDE STATION UBER

AVERAGE WAIT TIME: 3 MIN

BUS STOP

54C / 54D / 86 / 87 / 88 / 91

BUS ROUTE WALKING DISTANCE (15 MIN)

SIGNALIZATION TRAFFIC LIGHT

VICINITY HOSPITAL POLICE STATION SCHOOL FIRE STATION GROCERY STORE

22 S 44 BU ALK 9 W R CA

WALCAR BU K 6 S 18 12

RESTAURANT

SCALE: 1” = 128’

CONTEXTUAL MAP

䰀䔀䜀䔀一䐀吀伀倀伀䜀刀䄀倀䠀夀匀吀刀䔀䔀吀䌀唀刀䈀䰀䤀一䔀匀䔀圀䔀刀伀唀吀䰀䔀吀匀䔀圀䔀刀䤀一䰀䔀吀匀䔀圀䄀䜀䔀匀夀匀吀䔀䴀圀䄀吀䔀刀䐀刀䄀䤀一䄀䜀䔀匀䤀䴀唀䰀䄀吀䤀伀一一伀吀䔀簀匀䔀圀䔀刀匀䰀伀倀䔀匀一伀吀吀伀匀䌀䄀䰀䔀Ⰰ 䴀䄀夀刀䄀一䜀䔀䘀刀伀䴀 ⸀ ㌀㜀吀伀 ⸀㐀匀䰀伀倀䔀

This project, located in the Strip District of Pittsburgh, began with an in depth analysis of the site with an emphasis on environmental issues. We then used the Nakagin Capsule Tower in the Tokyo, Japan as a beginning of a conversation on the Anthropocene and the future of housing. After conversing and playing with ideas of algae biofuel production and the inclusion of heavy mechanical devices, we ultimately proposed a future where robots would negotiate the interaction between humans and the natural environment to minimize the impact of the inevitable collisions between the two parties.

WARM LAYER OF AIR RISES AND SETTLES IN VALLEY

COLD, POLLUTED AIR STAYS TRAPPED UNDERNEATH

TEMPERATURE INVERSION EFFECT

WIND IS BLOCKED BY THE NATURAL TREE BARRIER AIR POLLUTANT HEAVY AIR STALLS

RIVER EVAPORATES NATURALLY AND ABSORBS HEAT FROM SUNLIGHT AT DIFFERENT RATE THAN LAND WHICH GENERATES PRESSURE DIFFERENCES CURRENT SITE

WIND CIRCULATES THROUGH SITE AND REDUCES THE POLLUTANTS ON SITE

MAKING THE TRANSITION FROM WATER TO LAND AS WELL AS TAKING OUT THE TREES WILL ALSO ALLOW FOR A MORE HEALTHY AND NATURAL BOUNDARY CONDITION

SOUTHEAST ISOMETRIC

HYPOTHESIS

SCALE: 1” = 3000’ SECTION CUT FACING EAST

TOPOGRAPHY | AIR FLOW & POLLUTION

SOCIAL MEDIA ANALYSIS MARKET

SANDY CLAY / BLACK COAL SILT DARK SHALE / SANDSTONE COAL DARK SHALE / SANDSTONE

ART LEGEND

SITE GREENSPACE BUILDINGS ROADS

SILTSTONE / COAL DARK SHALE / SANDSTONE

COMM 200’

SITE MAP

FOOD

120’

85’

SCALE: 1” = 2500’

PLANNED DEVELOPMENT DISTRICT ZONING SIGNIFICANT REQUIREMENTS

> 10% OF LAND ARE MUST BE “URBAN OPEN SPACE

-UNITY

NO VEHICULAR EXIT/ENTRANCE POINTS (EXCEPT FOR EMERGENCY VEHICLES) MUST BE PASSIVE RECREATION SPACE/INFORMAL ACTIVITY AREAS SHOULD INCLUDE PERMANENT LANDSCAPING AND NIGHT ILLUMINATION

MAXIMUM FLOOR AREA RATIO

6 FOR NON-RESIDENTIAL STRUCTURES 7.5 FOR RESIDENTIAL STRUCTURES*

*RESIDENTIAL STRUCTURES MUST HAVE >50% FLOOR AREA USED FOR LIVING USES

MAXIMUM BUILDING HEIGHT

<85’ WITHIN 200’ OF RIVER <120’ FURTHER THAN 200’ FROM RIVER

BIKING

ENGAGE

ZONING ANALYSIS | SOIL PROFILE

ECOLOGICS

PARTNER DAVE CHOI Steel Beams

Scale: 1” = 20’

Vertical Truss System

Bridge allowing circulation above and below

Allow circulation through top of terminal

Robot flying around monitoring Enviornmnet

Bio Swale with native plants and Cat tails

Rain Water Basin/ Gathering Space

Policing of human behavior

Mechanic Intelligence Solar panel

Propeller for flight Digital Display

Bio plastic tank

Nozzle for 3D printing construction Suction Cup for moving objects Sprinkler

Residency Interior view

CONSTRUCTION OF RESIDENCY

Sprinklers [Caring for Plants and Bioswales]

Suction Cups [Transportation of Parts]

Smaller Modular Block

Bio plastic 3D printer

3D Printed Building Blocks

Algae Panel

DECONSTRUCTION OF WORN OUT RESIDENCES Algae Panel Stock Decaying Block

Display [Interaction with Humans]

Noti Your ce! cons ener ump gy is too tion high !

Tanks [Recharging and Refueling] Fueling Bio Plastic

Nozzle [3D Printing] [Construction] [Building]

Charging Station

Site Plan

Scale | 1” = 32’